From the Records Activation Dialog,
select the Spectrum Load Cases for which story shear forces will
be checked.

Record
Activation dialog box
Refer to Usage of Table Tool and
check the following data:
When Modules are not defined
Story Shear (for R.S)

Story Shear
(for R.S) tab
Story:
Story ID
Level:
Story Elevation
Spectrum:
Response spectrum load case
Inertia
Force: Story inertia force
Shear
Force: Story shear force
Spring
Reaction: Reaction of a spring entered as a boundary condition
(linear spring support)
Without
Spring: Story shear force less the spring reaction
With
Spring: Story shear force including the spring reaction
Note
The story inertia force is calculated from the member forces of the relevant
story.
Eccentricity: Eccentricity from
the mass center
Story
Force: Shear force at each story level
Note
Shear Force represents
the sum of shear forces of all the upper stories as well as the
corresponding story, and Story Force represents the shear force
acting on the corresponding story.
Eccentric
Moment: Story Shear * Eccentricity
Note
These items are produced only when we apply 'Consider Accidental
Eccentricity' in Load > Response Spectrum Analysis Data >
Response
Spectrum Load Cases.
Story Shear Force
Coefficient

Story Shear
Force Coefficient tab
Story:
Story ID
Spectrum:
Response spectrum load case
Shear
Force: Story shear force
Weight
Sum: Total weight
Story
Shear Force Co: Story shear force coefficient
Note
Produce the Story Shear Force Coefficient of (Roof level - 1) by
dividing the story shear force of (Roof level-1) by the total
weight of Roof level. The Story Shear Force Coefficient for roof
level is ruled out. Base shear of a building structure divided
by total weight will be the Story Shear Force Coefficient of bottom
floor (1F).
When Modules are defined
Story Shear (for R.S)

Story Shear
(for R.S) tab
Story:
Story ID
Level:
Story Elevation
Spectrum:
Response spectrum load case
Inertia
Force: Story inertia force
Shear
Force: Story shear force
Spring
Reaction: Reaction of a spring entered as a boundary condition
(linear spring support)
Without
Spring: Story shear force less the spring reaction
With
Spring: Story shear force including the spring reaction
Note
The story inertia force is calculated from the member forces of
the relevant story.
Eccentricity:
Eccentricity from the mass center
Story
Force: Shear force at each story level
Note
Shear Force represents the sum of shear forces of all the upper
stories as well as the corresponding story, and Story Force represents
the shear force acting on the corresponding story.
Eccentric
Moment: Story Shear * Eccentricity
Note
These items are produced only when we apply 'Consider Accidental
Eccentricity' in Load > Response Spectrum Analysis Data >
Response
Spectrum Load Cases.
Story Shear Force
Coefficient

Story Shear
Force Coefficient tab
Story:
Story ID
Spectrum:
Response spectrum load case
Shear
Force: Story shear force
Weight
Sum: Total weight
Story
Shear Force Co: Story shear force coefficient
Note
Produce the Story Shear Force Coefficient of (Roof level - 1) by
dividing the story shear force of (Roof level-1) by the total
weight of Roof level. The Story Shear Force Coefficient for roof
level is ruled out. Base shear of a building structure divided
by total weight will be the Story Shear Force Coefficient of bottom
floor (1F).
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